CASTIRONPLUG _____ ...--___ 18" WATERMETERBOXCOVER(A.Y. McDONALD

"" I.LI

~ <.>

:z: :i •N .....

5/8" x 3/4" METER PROVIDEDBY THE

"" SERVICEAUTHORITYI.LI

~ <.> AWWAMUELLER300 PSI:z: RATEDANGLEVALVEor:i

(APPROVEDSUBSTITUTE)ON•co STREETSIDE,,,

STONEDUSTOR SUITABLESOIL INSIDE OF CROCK,NOTTO EXCEEDTOP OF BRICK

f74M32ARGPor APPROVEDSUBSTITUTE)

; ·.

•110 FORDfHHCA92-323 VERTICALCHECK

~+---+-VALVE or (APPROVED SUBSTITUTE)ON

'::::,HOUSESIDE.,,,

(2) 1" DIA. -----;-GALVANIZED STEEL

TUBESFORMUNICIPEX SERVICES

SOLIDBRICKAT{NO GRAVEL) _,___ --:..-::.-::.-::.==":::/------- _____ Q_U_AR_T--1E,POINTS

/ _/ 5' MIN 11 J

FORDCORPORATIONSTOP:

L 3/4" COPPERPIPE TYPE"K" ASANO. H23_1_ 1947 TO BE INSTALLED {SOFTTEMPER)OR BY PROPERTY PEX A TYPEWITH#12 TRACER OWNER WIRE

NOTES:

300 PSI RATED{WITH FLAREDCOPPER OUTLET)OR APPROVEDSUBSTITUTE

1. ALL WATERMETERSSHALLREGISTERIN GALLONSAND BE SET LEVEL- METERSPROVIDEDBY PWCSA. 2. 36" OF COVERSHALLBE REQUIREDOVERSERVICESFROMDISTRIBUTIONMAINTO METER

BOX. 3. METERBOX SHALLBE ONE PIECECONSTRUCTIONOF CONCRETE,PVC, OR RIGIDFIBERGLASS.

{NOT ORANGEBURG) 4. METERYOKESHALLINCLUDEONE¾" ANGLEVALVEAND ONE BACKFLOWPREVENTER. 5. ALL FITIINGSSHALLBE FLARED. { SOLDEREDFITIINGSWILL NOT BE PERMITTED) 6. SERVICELINE LEAVINGMETERBOX SHALLBE STUBBEDOUT AT LEAST5' WITHTYPE"K"

COPPEROR MUNICIPEXPIPE. 7. METERSET BEHINDSIDEWALK- NOT IN DRIVEWAY,WALKWAYS,ETC. 8. THE SERVICELINE BETWEENTHE MAINAND THE METERWILL BE ONE CONTINUOUSPIECEOF

PIPE. { NO JOINTSWILL BE PERMITTED) 9. ALL YARDIRRIGATIONCONNECTIONSWILL BE MADEAT THE END OF THE 5-FOOT STUBON THE

HOUSESIDE. { NO CONNECTIONSWILL BE PERMITTEDINSIDETHE METERBOX) 10. FORDSOOPSERIES{OR EQUIVALENT)YOKEAND 1" DIAMETERGALVANIZEDSTEELTUBING

TO BE USEDWITH MUNICIPEXSERVICES.

11. FORDFB600-X-NL CORPORATIONSTOPTO BE USEDWITHCOPPERSERVICE. 10. FORDFB1000-XX-NL CORPORATIONSTOPTO BE USEDWITHMUNICIPEXSERVICES.

%" X ¾" RESIDENTIAL METER N.T.S. W01.07.01

REV-2017

1" METE

AWWAMUELLER__ ..........,...........,. 300 PSI RATED ANGLEVALVEOR . (APPROVEDSUBSTITUTE)·• STREETSIDE

20" WATERMETERBOXCOVERSET-UPFOR ~- SCHLUMBERGERPRO-READSYSTEM.

(A.Y. McDONALD#74ML20RGPor APPROVED SUBSTITUTE)

18"

, ,

36" MIN. "·

---+--+--MUELLER # H-14465A VERT. CHECKVALVEASSEMBLYor (APPROVEDSUBSTITUTE)ON HOUSESIDE.

1" ("K" TYPE)COPPERPIPE OR PEX A TYPEWITH#12 TRACERWIRE

SOLIDBRICK AT QUARTERPOINTS

STONEDUSTORSUITABLESOILINSIDEOFCROCK,NOT TOEXCEEDTOPOF BRICK(NOGRAVEL)

NOTES:

1. METERPROVIDEDBYPWCSA. 2. ONEPIECEBOX24"W x 30"H (1" METER)MUSTBE USED. 3. METERBOXMATERIAL:PVC,or CONCRETEDEPENDINGONAPPLICATION. 4. THESERVICELINEBETWEENTHEMAINANDTHEMETERWILLBEONECONTINUOUSPIECEOF

PIPE.(NOJOINTSPERMITTED) 5. FORD500PSERIES(OREQUIVALENT)YOKEAND1" GALVANIZEDSTEELTUBINGTOBE USEDWITHMUNICIPEXPIPE.

* PWCSAMUSTGIVESPECIFICPERMISSIONTOALLOWUSEOFTHISDETAILWITHINA PROJECT. IF ALLOWED,THISCONFIGURATIONWILLBEUSEDFORALLSERVICESUSEDIN THEPROJECT.

METER IN 1" RESIDENTIAL SERVICE FOR FIRE SUPPRESSION

N.T.S. W02.07.01 REV-2017

20" WATERMETERBOX COVER,SET UP FOR SCHLUMBERGERPRO-READSYSTEM.

36" MIN.

5/8" x 3/4" to 1" ADAPTER(2 EACH) A.Y. McDONALDf10J24 or APPROVEDSUBSTITUTE

..,

PACKJOINT ~­~-

W/ SET-LOCKING NUT. MUELLER ' : · P.15428 OR APPRV'D : · EQUAL

4" DIP FROMMAINTO METERSEITER

STONEDUSTOR

(FORDOR APPROVEDSUBSTITUTE)

1" to 2" ADAPTER(2 each) A.Y. McDONALDf10J47 or APPROVEDSUBSTITUTE

18"

.~· -~

._,,.

·•. 18"·,. : .:

SUITABLESOIL INSIDE OF CROCK,NOT TO EXCEEDTOP OF BRICK

BYPASSCLOSED& CABLETIED

(NO GRAVEL)

NOTES:

1. METERTO BEOBTAINEDFROMTHESERVICEAUTHORITY 2. 36"W x 3O"HONEPIECEBOXMUSTBE USED. 3. ALLADAPTERSANDGASKETSARETHECONTRACTOR'S/DEVELOPER'SRESPONSIBILITY. 4. METERBOXMATERIAL:CONCRETE,PVCor RIGIDFIBERGLASS. 5. COPPERMETERSETTER(MUELLER#B-2423 or APPROVEDSUBSTITUTE)TOBE USED. 6. NOFIELDADJUSTMENTSOF METERSETTERIS PERMITTED. 7. ONLY2" METERSETTERTOBE INSTALLED.

5/8" x 3/ 4" METER IN 2" COPPER SETTER

FLOW

for COMMERCIALUSE (ONLY) N.T.S.

W03.07.01 REV-2017

20" WATERMETERBOXCOVER(A.Y. McDONALD #74ML20RGPor APPROVEDSUBSTITUTE)SET-UP FORSCHLUMBERGERPRO-READSYSTEM.

FINISHGRADE

1" TO 2" ADAPTER(2 EACH) A.Y. McDONALDf10J47 or APPROVEDSUBSTITUTE PROVIDEDBYCONTRACTOR

36" MIN.

PACKJOINT W/ SET-LOCKING

~­~-

MUELLERP.15428 '·· OR APPRV'D ,. EQUAL--~

4" DIP FROMMAINTO METERSETTER

STONEDUSTOR SUITABLESOIL INSIDE OF CROCK,NOTTO EXCEEDTOP OF BRICK (NO GRAVEL)

NOTES:

.~· -~

._,,.

·•. ·,. : .:

BYPASSCLOSED& CABLETIED

1. METERTO BE OBTAINEDFROMTHE SERVICEAUTHORITY.

2. 36"W x 30"H ONE PIECEBOX MUSTBE USED.

18"

18"

3. ALL ADAPTERSAND GASKETSARETHE CONTRACTOR'SRESPONSIBILITY.

4. METERBOX MATERIAL:CONCRETE,PVC or RIGIDFRP.

5. COPPERMETERSETTERTO BE MUELLERB-2423 OR APPROVEDEQUAL.

6. NO FIELDADJUSTMENTOF METERSETTERIS PERMITTED. 7. ONLY2" METERSETTERIS TO BE INSTALLED.

FLOW

1-1/2" for

AND 2" METER IN 2" COPPER SETTER RESIDENTIAL FIRE PROTECTIONW04.07.01

N.T.S. REV-2017

20" WATERMETERBOXCOVER(A.Y. McDONALD #74ML20RGPor APPROVEDSUBSTITUTE)SET-UP FORSCHLUMBERGERPRO-READSYSTEM.

FINISHGRADE

1" TO 2" ADAPTER(2 EACH) A.Y. McDONALDf10J47 or APPROVEDSUBSTITUTE PROVIDEDBYCONTRACTOR

36" MIN.

PACKJOINT W/ SET-LOCKING

~­~-

MUELLERP.15428 '·· OR APPRV'D ,. EQUAL--~

4" DIP FROMMAINTO METERSETTER

STONEDUSTOR SUITABLESOIL INSIDE OF CROCK,NOTTO EXCEEDTOP OF BRICK (NO GRAVEL)

NOTES:

.~· -~

._,,.

·•. ·,. : .:

BYPASSCLOSED& CABLETIED

1. METERTO BE OBTAINEDFROMTHE SERVICEAUTHORITY.

2. 36"W x 30"H ONE PIECEBOX MUSTBE USED.

18"

18"

3. ALL ADAPTERSAND GASKETSARETHE CONTRACTOR'SRESPONSIBILITY.

4. METERBOX MATERIAL:CONCRETE,PVC or RIGIDFRP.

5. COPPERMETERSETTERTO BE MUELLERB-2423 OR APPROVEDEQUAL.

6. NO FIELDADJUSTMENTOF METERSETTERIS PERMITTED. 7. ONLY2" METERSETTERIS TO BE INSTALLED.

FLOW

1" METER IN 2" COPPER SETTER for COMMERICALUSE (ONLY)

N.T.S. W05.07.01 REV-2017

36" MIN.

FINISHGRADE

PACK JOINT W/ SET-LOCKING

-.,. .,._

NUT. MUELLER- --r.--,• ·:t----.-... #P15428 or APPRV'DEQUAL

,. ·•·, :

20" WATERMETERBOXCOVER{A.Y.McDONALD .------#74ML20RGP or APPROVEDSUBSTITUTE)SET-UP

FORSCHLUMBERGERPRO-READSYSTEM.

18"

SOLIDBRICK AT QUARTERPOINTS

4" DIP FROMMAINTO METERSETTE

'------ BYPASSCLOSED& CABLETIED STONEDUSTORSUITABLESOILINSIDEOF CROCK,NOTTOEXCEEDTOPOF BRICK {NOGRAVEL)

NOTES:

1. METERTO BE OBTAINEDFROMTHE SERVICEAUTHORITY.

2. 36"W x 30"H ONEPIECEBOX MUSTBE USED.

3. INSTALLERMAY SUBSTITUTETYPE"K" SOFTCOPPERFOR BRASSSHOWN,PROVIDEDAPPROPRIATEFITTINGSAND VALVESARE USED.

4. METERBOX MATERIAL:CONCRETE,PVC or RIGIDFRP. 5. COPPERMETERSETTERTO BE MUELLER8-2423 OR

APPROVEDEQUAL.

6. NO FIELDADJUSTMENTOF METERSETTERIS PERMITTED. 7. ONLY2" METERSETTERIS TO BE INSTALLED.

WATER DISTRIBUTION SYSTEM 1½" METER IN 2" COPPER SETTER W06.07.01

REV-2017

36" MIN.

20" WATERMETERBOXCOVER{A.Y. McDONALD #74ML20RGPor APPROVEDSUBSTITUTE)SET-UP FORSCHLUMBERGERPRO-READSYSTEM.

FINISHGRADE

--.,. .-.

...

1 "

SOLIDBRICK AT QUARTERPOINTS

PLUG{OR CAP) DRILLED& TAPPED

4" D.I.P.

NOTES:

SOLIDCONCRETECLOCK

CAP {OR PLUG)DRILLED& TAPPED

STONEDUSTORSUITABLESOILINSIDEOF CROCK,NOTTOEXCEEDTOPOF BRICK {NOGRAVEL)

1. METERTO BE OBTAINEDFROMTHE SERVICEAUTHORITY.

2. 36"W x 30"H ONE PIECEBOX MUSTBE USED.

3. INSTALLERMAYSUBSTITUTETYPE"K" SOFTCOPPERFOR BRASSSHOWN,PROVIDEDAPPROPRIATEFITTINGSAND VALVESARE USED.

4. METERBOX MATERIAL: CONCRETE,PVC or RIGIDFRP. 5. COPPERMETERSETTERTO BE MUELLERB-2423 OR

APPROVEDEQUAL.

6. NO FIELDADJUSTMENTor METERSETTEROR METERBOX IS PERMITTED. FACTORYCUT LENGTHTO 2" METER.

7. ONLY2" METERSETTERIS TO BE INSTALLED.

WATER DISTRIBUTION SYSTEM

FLOW

1½" & 2" METER WITH D.I.P. SERVICEW07.07.01 N.T.S. REV-2017

VARIABLE

FLANGE- DRESSERSTYLE-711 or APPROVEDEQUAL (RESTRAINED) (TYP OF rwo--- BYPASS

30" x 30" ALUMINUMACCESS HATCHW/LOCKINGHASP (BILCO#J-AL or APPROVED SUBSTITUTE)

NRS RESILIENTSEAT WEDGEVALVE (TYPOF 3)

PLAN VIEW

0

0 ,ALUMINUM ACCESSLADDER

18" WATERMETERBOXCOVER SET-UP FOR2 SCHLUMBERGER PRO-READSYSTEMS.

5,000 PSI REINFORCED CONCRETEWITH

BITUMASTICCOATIN

NOTES: SECTION VIEW STEELPIPE SUPPORTS

(TYP OF 4) ADJUSTABLE

1. PIPINGUPTOANDLEADINGOUTOFVAULTWILLBE RESTRAINEDUSINGMEGA-LUGSSERIES1100 or APPROVEDSUBSTITUTE. CALCULATIONSFORRESTRAINTBASEDON DEADENDLINE.

2. SHOPDRAWINGSFORVAULTANDPIPINGMATERIALSWILLBE SUBMITTEDTOTHEPWCSAFORREVIEWANDAPPROVALPRIORTO INSTALLATION.

3. 4n x 3n REDUCERSREQUIREDBETWEENVALVESFOR3• METERAPPLICATION. 4. METERWILLBE PROVIDEDBY PWCSA. 5. FLOORWILLBE DESIGNEDTO DRAINTOSUMPAREA.PROVIDEGRAVITYDRAINTO DAYLIGHT. 6. THESTRUCTURESHALLNOTBE INSTALLEDWHERESUBJECTTOVEHICULARORPEDESTRIANTRAFFIC. 7. ALLMETERSTO HAVETESTPORTSPOOLPIECEAFTERMETER. 8. THEEXTERIOROFALLMETERVAULTSSHALLHAVEA BITUMASTICCOATING.

3" or 4" MASTER METER VAULT N.T.S. W0S.07.01

REV-2017

FLANGE- DRESSERSTYLE-711 or APPROVEDEQUAL(RESTRAINED} (TYP. OFTWO)

36" x 36" ALUMINUMACCESS HATCHW/LOCKINGHASP (BILCOfJ-AL or APPROVED SUBSTITUTE)

... . 0 0

BYPASS

VIEW 1s• WATERMETERBOXCOVER SET-UPFOR2 SCHLUMBERGER PRO-READSYSTEMS.

.... . .. .

~"'.:... 0 •• 5,000 PSI

REINFORCED CONCRETE

NOTES:

RTU 2,4•x2,4•

o '-- (12.DEEP) '-.....ALUMIN

SECTION VIEW

ACCESSLADDER

STEEL PIPE SUPPORTS (TYP OF 4) ADJUSTABLE

1. PIPINGUP TOANDLEADINGOUTOFVAULTWILLBE RESTRAINEDUSINGMEGA-LUGSSERIES1100 or APPROVEDSUBSTITUTE. CALCULATIONSFORRESTRAINTBASEDON DEADENDLINE.

2. SHOPDRAWINGSFORVAULTANDPIPINGMATERIALSWILLBE SUBMITTEDTOTHEPWCSAFORREVIEWANDAPPROVALPRIOR TO INSTALLATION.

3. METERWILLBE PROVIDEDBY PWCSA. 4. FLOORWILLBE DESIGNEDTO DRAINTOSUMPAREA.PROVIDEGRAVITYDRAINTO DAYLIGHT. 5. THESTRUCTURESHALLNOTBE INSTALLEDWHERESUBJECTTOVEHICULARORPEDESTRIANTRAFFIC. 6. APPROVEDFLEXIBLEJOINTREQUIREDONALLPIPECONNECTIONSIN STRUCTURE. INSTALLATIONSHALLBE IN ACCORDANCE

WITHMANUFACTURE'S RECOMMENDATIONS.

6" '

8" '

OR 10" MAIN METERVAULT

N.T.S.

LINE W09.07.01 REV-2017

RECESSEDCOVER

CASTIRONPLUG

1--- 20 1/8" OPENING---1 >I ~~~~~~ 6"

L p::lc::::======I===~ 2·

T 1----- 24" NOM. -----1

74M24 MONITORFRAME& COVER

SMALLPENTAGONKEY~ ( 27/32" STANDARD) \

OPPERWASHER

WORMGEARLOCKINGASSEMBLYDETAIL

74M32ARGPMETERBOX FRAME& COVER

COVERCENTERHOLE DETAIL

~,, x 1"AND 1" WATER METER AND MONITOR FRAME & COVER DETAIL W10.07 .01

N.T.S. REV-2017

CN "'<t"

:::c l­a.. LaJ Cl

z :::::IE

:::c l­a.. LaJ Cl

-TO METER--

TYPE"K" COPPERORPEXA TYPEWITH#12 TRACERWIRE

FORD300PSICORPORATIONSTOP (WITHFLARECOPPEROUTLET)or APPROVEDSUBSTITUTE

~ EXISTINGWATERMAIN (DIP)

NOTE:

1. THESERVICELINEBETWEENTHEMAINANDTHEMETERWILLBE ONECONTINUOUSPIECE OF PIPE. (NO JOINTSWILL BE PERMITTED)

2. BACKTO BACKTAPSON A WATERMAINARENOTALLOWED. 3. TAPSSHALLBE SPACEDA MINIMUMOF 24 INCHES. 4. IF USEOF C-900 IS PERMITTEDBY PWCSA.INJECTIONMOLDEDTEESSHALLBE USEDFOR

DOMESTICTAPSON C-900 PIPE. 5. FORDFB600-X-NL CORPORATIONSTOPTO BE USEDWITHCOPPERSERVICES. 6. FORDFB1000-XX-NLCORPORATIONSTOPTO BE USEDWITHMUNICIPEXSERVICES.

¾" WATER SERVICE CONNECTION DETAIL

N.T.S. W11.07.01 REV-2017

1---2' ---1 POUR2'x2' CONCRETEPADAROUNDALL VALVEBOXESIN GRASSAREAS. PADTO BE•·m,~.;\

4"

VALVEIN GRASS/OPENAREA ~

TO METER------

/

EXISTINGWATER MAIN - / 4" GATE VALVE W/ RESTRAINT

I• 2• • I E==~V

4" D.I.P. (TO METER)

- I L 2' DIPNIPPLE

Lx· x 4• TEE(MECHANICALJOINT)

NOTE:

1. ALLJOINTSFROMTHEMAINTO THEMETERWILLBE RESTRAINED USINGAN APPROVEDRESTRAININGGLAND.

4" D.I.P. SERVICE CONNECTION DETAIL

N.T.S. W12.07.01 REV-2017

•co

PROVIDE NPT FOR BLOWOFF 111•·

2" PLASTIC HANDTIGHTCAP

COMPACT GRANULAR BEDDING

SOLID CONCRETE BLOCK

NOTES:

1'-6" X 3' -0" X 6" CONCRETEPAD (IN EASEMENTAREA ONLY) PROPOSED

rlla'!"--:1i--.:--,--,;:_,....-,-- ~ ------- GRADE

VALVE BOX & COVER

2" BRASS NIPPLE M.J. TAPPED PLUG

2" GATE VALVE

RESTRAINAS REQUIRED FOR DEAD END

1. ALL 2" PIPE TO BE WITH I.P. THREAD.

2. PROVIDE RESTRAINTIN ACCORDANCEWITH DEAD END LINE, ACCORDINGTO MAIN LINE SIZE.

BLOW-OFF ASSEMBLY N.T.S. W13.07.00

REV-2017

1---2'---t

NOTES:

VALVEIN GRASS/OPENAREA ~

.....:::; ~ ..... C

~ a::: a..a::: ........

~ 0

u ~ • :::EN ..... in

:z: :i

POUR2'x2' CONCRETEPADAROUNDALL VALVEBOXESINGRASSAREAS.PADTOBE 4• THICK.

SETTO FINISHEDGRADE

SLIDESTYLEADJUSTABLEVALVEBOXANDLID.r CAPITOLFOUNDRYf664A or APPROVED SUBSTITUTE.

2" TO 12" RESILIENTSEATWEDGEVALVE MUELLER#A-2360 16" thru 48" BUTIERFLYVALVE MUELLERLINESEALIll, CLASS250B or APPROVEDSUBSTITUTE

RESTRAINTREQUIRED. EBAAMEGA-LUGSERIES1100 or APPROVEDSUBSTITUTE

EPOXYCOATEDINSIDE& OUT 1. VALVESTHATARE NORMALLYCLOSED,PROVIDEACCESSINSERTAND

PAINTTOP OF VALVEBOX RED.

2. VALVEAND PIPE SHALLHAVESAMENOMINALDIAMETER. 3. VALVEEXTENSIONSTO BE ONE RODONLY, USE OF MULTIPLEEXTENSIONSIS PROHIBITED.

TYPICAL VALVE AND VALVE BOX

N.T.S. W14.07.01 REV-2018

THEOPENENDOFTHEBLOWOFFSHALLBE EXTENDEDAT LEAST 1-FOOTABOVEFINISHEDGRADEANDHAVEA PROTECTIVESCREEN.

SEETHEVIRGINIAWATERWORKSREGULATIONSSECTION12 VAC 5-590-1160 FORCOMPLETEREQUIREMENTS.

GRADE

STD.MANHOLEFRAME& COVERMARKED"WATER" (SEEDETAILS14.07.01). USEEASEMENTTYPE (BOLTDOWNFRAME& COVER)

STD. MANHOLEWITHFLATTOPOR ECCENTRICTOP.TOPSHALL

CONFORMTOSTANDARDMANHOLE DETAIL.

MANHOLESTEPS CASTIN PLACE

5' DIAMETER DOGHOUSEMANHOLE

AY MCDONALD2030T 2" BALLVALVEWITH

HANDLEORAPPROVED EQUIVALENT.

c:==

56" MIN.

4-4"x8"x16" SOLIDCINDER BLOCKSEQUALLY SPACEDAROUND

\ _ RISER DUCTILEIRON

NOTES:

SERVICESADDLEWITH STAINLESSSTEELDOUBLE STRAPS& BOLTS.

1. AIRRELEASEVALVESHALLBE SIMPLEXTYPE"AV""CRISPINUNIVERSAL"ORAPPROVED SUBSTITUTE.VALVESHALLHAVE2" DIAMETERSCREWEDCONNECTIONANDSHALLFUNCTIONAT WORKINGPRESSUEUP TO 150 PSI.

2. PIPETO BE GROUTEDIN AT DOGHOUSEOPENINGS. 3. DUCTILEIRONSERVICESADDLEWITHSTAINLESSSTEELDOUBLESTRAPSANDBOLTSSHALLBE

"MUELLERDR2S"ORAPPROVEDSUBSTITUTE. 4. 2" PIPESHALLBETHREADEDDUCTILEIRONMADEBY HARCOORAPPROVEDSUBSTITUTE.

* PWCSAMUSTGIVESPECIFICPERMISSIONANDORAPPROVALTO USETHISORANYOTHERDEDIGN

DISTRIBUTIONSYSTEMWATER AIR RELEASEVALVE

N.T.S. W15.07.01 REV-2017

"-- MECHANICALJOINTBELL

ALL THREADSIN NUT MUSTBE ENGAGED

ON BOLT

NOMINAL NUMBEROF

EBAAIRONMEGALUG RESTRAININGDEVICE OR APPROVEDSUBSTITUTE

NUMBEROFPIPESIZE TWIST-OFFNUTS T-BOLTS (INCHES}

3 2 4 4 2 4 6 3 6 8 4 6 10 6 8 12 8 8 16 12 12 18 12 12 24 16 16 30 20 20 36 24 24 42 28 28

NOTES:

RATED PRESSURE

350 PSI 350 PSI 350 PSI 350 PSI 350 PSI 350 PSI 350 PSI 250 PSI 250 PSI 250 PSI 250 PSI 250 PSI

1. MAKEANY JOINTDEFLECTIONNECESSARYBEFORETORQUINGTHE T-HEAD BOLTS. 2. TIGHTENT-HEAD BOLTS,BOTTOMFIRST,THENTOP, SIDESAND REMAINDER. 3. REPEATNOTE#2 UNTILALL T-BOLTS ARE PROPERLYTORQUED. 4. TIGHTENTWIST-OFFNUTSSO THATALL WEDGESFIRMLYCONTACTPIPE. 5. TIGHTENTWIST-OFFNUTSIN ALTERNATINGMANNER,SHEARINGOFF NUTS. 6. MEGALUGMAY BE RESETOR REUSEDBY ASSEMBLYAS DESCRIBEDABOVEAND

TORQUINGWEDGEBOLTSTO 90 FT. LBS.

JOINT RESTRAINT DEVICE

N.T.S. W16.07.00 REV-2017

CONCRETEBLOCKDIMENSIONS ADDTO

SOIL AT 150 PSI PRESSURE DIMENSIOND LaJ

PROPERTIESN FOREACHADDvi

50 PSI PRESSURE D E F G UP TO 300 PSI

3" 6" 1'-0" 6" 7" 2" 4" 6" 1'-0" 6" 7" 2"

c::: 6" 8" 1'-2" 6" 8" 2"LL.

0 V, >- 8" 1'-0" 1'-4" 8" 8" 4"a... ~ oLOuc::: 10" 1'-3" 1'-6" 8" 10" 4"0..... LaJ

0 >-~ ..-ll~La.J 12" 1'-6" 1'-8" 1'-0" 1'-0" 6" II -0-v, CD

16" 2'-0" 2'-0" 1'-0" 1'-3" 6"V, t;::(.) 0 20" 2'-6" 2'-6" 1'-0" 1'-6" 9"V,

24" 3'-0" 3'-0" 1'-0" 1'-6" 9" 30" 4'-0" 3'-6" 1'-4" 1'-9" 1'-0"

3" 1'-0" 1'-6" 6" 9" 2" 4" 1'-6" 2'-0" 6" 9" 2" 6" 2'-0" 2'-0" 6" 1'-0" 2"Cl

z <C 8" 3'-4" 2'-0" 8" 1'-0" 4"V,

otc,>-II ..... ~ 10" 4'-2" 2'-3" 8" 1'-0" 4"

v, II v, 12" 4'-8" 2'-9" 1'-0" 1'-6" 6" (.) -0- LaJ

V, 16" 5'-9" 3'-6" 1'-0" 1'-6" 6"0 g 20" 7'-10" 4'-0" 1'-0" 2'-0" 9" 24" 9'-10" 5'-o" 1'-6" 2'-0" 9" 30" 11'-8" 6'-o" 2'-0" 2'-0" 1'-0"

DIMENSIOND & E SHALL BE ADJUSTEDFOR REQUIREDAREA. DIMENSIONF & G SHALL REMAINSAME.

AdjustmentFor Cone. Area For Different

Height HCTo Be Measured From Gradeto q_Of Pipe

Up To 8'-1" 12'-1" 6'-1" 8' To 12' To 16'To 20'

II II II II

<C i:5LaJ <C i:5LaJ

~ LaJ LaJ LaJ

~x c::: ~x<x <CX

tc ~ Cl ~Cl ~Cl

gx (.) gx3x ox ....J LO ....J ....J LO

CDC? CD r--, CD LO CDN • 00

,...._ • (0(..) ..... (.) . uci (.) .

z zO z zO 0 0 0 0 (.) (.) (.) (.)

II II II II

<C <C i:5LaJ <C

~ LaJ ~ LaJ LaJ LaJ

~x c::: <x <x <CX

tc tc ~Cl ~Cl gx (.)

gx gx ox ....J LO ....J

CD C? CD LO CD r--, CD LO

uci . ..,, N (..) ..... (.) . uci z z zO z 0 0 0 0 (.) (.) (.) (.)

DIMENSIOND SHALL BE ADJUSTEDFOR REQUIREDPRESSUREIN EXCESS OF 150 PSI BEFOREMAKINGADJUSTMENTFOR HEIGHT.

NOTES: 1. FC = 3,000 PSI AT 28 DAYS. 2. CS = SOIL COHESIONIN PSF AND 0 = ANGLEOF INTERNALFRICTION. 3. CARRYALL BEARINGSURFACESTO UNDISTURBEDGROUNDOR FIRMSUB-GRADE. 4. CONCRETETHRUSTBLOCKINGTO BE USEDONLYAT THE DISCRETIONOF THE SERVICE

AUTHORITYFIELDINSPECTOR,AND WHENJOINT RESTRAINTIS INADEQUATEOR INFEASIBLE.

BUTTRESSES FOR 22½ 0 HORIZONTAL BEND W17.07.00

REV-2017

ConcreteBlock Dimensions Add To

SOIL At 150 PSIPressure DimensionDw PROPERTIES

N For EachAdd Cf)

50 PSIPressure D E F G Up To 300 PSI

3" g" 1'-0" 6" 6" 4"

4" g" 1'-0" 6" 6" 4" e:::: 6" 1'-0" 1'-2" 6" 8" 4"0

Li... Cf) >- 8" 1'-6" 1'-4" 8" g" 6"a.. <

• _J0 L!) (_) e:::: 10" 2'-0" 1'-6" 8" 10" 6"o~ w 011>-~ ~ ~w 12" 2'-6" 1'-8" 1'-0" 1'-0" g"II -e-(f) CD

16" 3'-6" 2'-6" 1'-0" 1'-3" g"Cf) I-(.) Li...

0 20" 4'-8" 2'-6" 1'-0" 1'-4" 1'-4"Cf)

24" 5'-0" 3'-0" 1'-0" 1'-9" 2'-0"

30" 6'-o" 4'-0" 1'-4" 2'-3" 2'-0"

3" 1'-6" 1'-6" 6" 1'-0" 4" 4" 2'-0" 2'-0" 6" 1'-0" 4"

Cl 6" 3'-o" 2'-0" 6" 1'-0" 4"z: < 8" 4'-o" 2'-6" 8" 1'-0" 6"Cf)

0 LC)>-10" 6'-o" 2'-6" 8" 1'-0" 6"II~~

Cf) II Cf) 12" 7'-0" 3'-o" 1'-0" 1'-6" g"U-e-w

16" 11'-0" 4'-0" 1'-0" 1'-6" g"Cf) 0 0

20" 11'-8" 5'-0" 1'-0" 2'-0" 1'-4"_J

24" 12'-6" 6'-o" 1'-6" 2'-0" 2'-0"

30" 20'-o" 6'-0" 2'-0" 2'-6" 2'-0"

DIMENSIOND & E SHALL BE ADJUSTEDFOR REQUIREDAREA. DIMENSIONF & G SHALL REMAINSAME.

AdjustmentFor Cone. Area For Different

HeightHC To Be Measured From Gradeto ~ Of Pipe

Up To 8'-1" 12'-1" 16'-1" 8' To 12' To 16'To 20'

< < < <w ~w w ~w ~w ~w<x <x ::,.:::X X

50 ::,.::: 5080 (_) Cl gx Sx gx

ffi X CD L!) CD L!) CD L!) . o • r--- • r--- .N

(.) . (_) tO (.) . (.) <Dz:~ z: . z:O z: . 0 00 0 00 (.) (.) (.) (.)

< < < <w w ~w w e:::: ~w ~w,<X:W <x ::,.:::X ::,.:::X X

50 ::,.:::

80 go (_) Cl gx 0

ffiX ffiX _JX

CD L!) CD .o • L!) • r--- L!)

·N(.) . (.) . (_) I"') (.) .z:~ z:o z: . z:o 0 0 00 0 (.) (.) (.) (.)

DIMENSIOND SHALL BE ADJUSTEDFOR REQUIREDPRESSUREIN EXCESS OF 150 PSI BEFOREMAKINGADJUSTMENTFOR HEIGHT. CONCRETETHRUSTBLOCKINGTO BE USEDONLY AT THE DISCRETION OF THE SERVICEAUTHORITYFIELDINSPECTOR.

BUTTRESSES FOR 45° HORIZONTALBEND W18.07.00

REV-2017

FINISHGRADE

CARRYCONCRElE TO UNDISTURBED EARTH.

PLAN SECTIONA-A

Add to Adjustment for Cone. Area For DifferentConcrete Block Dimensions

w At 150 PSI Pressure Dimension "D" Height (HC) To Be Measured For Each Add'IN From Grade To C of Pipeu'i 50 PSI Pressure

D E F G Up To 300 PSI Up To 8'-1" 8'-0" To 12'

3" 2'-6" 2'-0" 8" 1'-0" 6"

4" 3'-4 " 2'-0" 8" 1'-0" 6"

6" 5'-2" 2'-0" 1'-0" 1'-6" 6"

8" 6'-8" 2'-6" 1'-0" 1'-6 " g"

10" 10'-0" 3'-0" 1'-6" 1'-6" g"

12" 10·-o" 4'-0" 1'-6" 2'-0" 1'-0"

16" 12'-6" 5'-0" 2'-0" 2'-0 " 1'-0"

20" 15'-10" 6'-0" 2'-0" 2'-0" 2'-0"

DIMENSIOND & E SHALLBE ADJUSlEDFORREQUIREDAREA. DIMENSIONF & G SHALLREMAINSAME.

< w ~ <W :::,:::X

goffiX

. o (..) . z~ 0 (..)

DIMENSIOND SHALLBE ADJUSlEDFORREQUIREDPRESSUREIN EXCESS OF 150 PSI BEFOREMAKINGADJUSTMENTFORHEIGHT. SPECIALDESIGNREQUIREDFORLINES24" OR GREAlER IN DIAMElER. CONCRElETHRUSTBLOCKINGTO BE USEDONLYAT THE DISCRETIONOF THE SERVICEAUTHORITYFIELDINSPECTOR.

w <Cx

• Cl CD

X 0,o

ci

12'-1'' To 16'

w X

<CCl

a:iX • IO

(..) ...... I"')

ci

16'-1" To 20'

w

<Cx Cl

a:iX

cj IO N ci

BUTTRESSES FOR 90° HORIZONTALBEND

N.T.S. W19.07.00 REV-2017

M N 0

A

J K L H

3"

* * *

3" 6" 6" 6" 4"

REINFORCINGFOR 16" & LONGER

I~ ~Carry Concrete I_Q_j To Undisturbed

Earth Or Firm Subgrade.

-J4"r

' t1 .

0 w

I _ I~Carry Concrete 1-!,l_j To Undisturbed

ELEVATION Earth Or Firm Subgrade

BUTTRESSFORPLUGS& CAPS

4"

* * *

4" 6" 8" 6" 4"

SIZE 6" 8" 10" 12"

* 2'-6" 2'-8" 3'-6"

* 1'-6" 2'-2" 2'-6"

* 10" 1'-0" 1'-2"

A K

K

Carry Concrete -To Undisturbed Earth Or Firm Subgrade.

16" 20" 24" 30" 4'-8" 6'-0" 6'-8" 8'-o" 3'-4" 4'-0" 5'-0" 6'-8" 1'-4" 1'-6" 1'-8" 2'-0"

REINFORCEWITH66" EW

, . ... .. ..'·

4" MIN.

SECTIONA-A

BUTTRESSFORTEES SIZEOF BRANCH

6" 8" 10" 12" 16" 20" 24" 30" 8" g" 1'-1" 1'-3" 1'-8" 2'-0" 2'-6" 3'-4" 10" 1'-3" 1'-4" 1'-9" 2'-4" 3'-0" 3'-4" 4'-0" 8" g" 10" 12" 1'-2" 1'-6" 1'-8" 2'-0" 6" 6" 6" 6" 8" 1'-0" 1'-0" 1'-0"

AREAOF BLOCK= 2J X 2K

1. Fe = 3000 PSI AT 28 DAYS.

NOTE:TAPPINGASSEMBLIES& SLEEVES TO BE CONCRETEBLOCKEDAS

COMPARABLESIZEDTEES

2. THE BUTTRESSDIMENSIONSARE BASEDON THE WATERPRESSUREOF 150 PSI WHERE THE PRESSUREIS DIFFERENT,THE AREAOF BLOCKSHALLBE PROPORTIONEDTO REQUIREDPRESSURE

3. CARRYALL BEARINGSURFACESTO UNDISTURBEDGROUNDOR FIRMSUBGRADE 4. CONCRETETHRUSTBLOCKINGTO BE USEDONLYAT THEDISCRETIONOF THE SERVICEAUTHORITY

FIELDINSPECTOR.

BUTTRESSES FOR TEES, PLUGS, & CAPS

N.T.S. W20.07 .00 REV-2017

•·. .4 . . 4 . . . . tl ··4 . .•

¢

EQ EQ

SECTION ELEVATION

BUTTRESSFORLOWERVERTICLEBENDS

SIZE BEND

3• 4• 6" 8" 10· 12· 16" 20· 24" 30"

L 6" 6" 6" 8" 8" 8" 1'-1· 1'-5" ·-10· 2'-8"

11-1/4' M 1'-o· 1'-o· 1'-2· 1'-4" 1'-6" 2'-o· 2'-4" 2'-8" 3'-0" 3'-4"

N 8" 8" 8" 8" 8" 8" 9" 10· 12· 1'-2·

L 6" 6" 10· 11· 1'-3" 1'-4" 2'-1· 2'-9" 3'-7" 3'-3"

22-1/2' M 1'-o· 1'-o· 1'-2· 1'-4" 1'-6" 2'-o· 2'-4" 2'-8" 3'-o· 3'-2"

N 8" 8" 8" 8" 9" 9" 12· 1'-2· 1'-4" 1'-6"

L 10" 1'-o· 1'-2· 1'-9" 2'-5" 2'-8" 4'-0" 5'-6" 6'-0" 8'-2"

45' M 1'-o· 1'-o· 1'-2· 1'-4" 1'-6" 2'-o· 2'-4" 2'-8" 3'-6" 4'-0"

N 8" 8" 8" 8" 12· 1'-2· 1'-6" 2'-o· 2'-6" 3•-0·

NOTES:

1. Fe = 3000 PSI AT 28 DAYS. 2. CARRYALL BEARINGSURFACESTO UNDISTURBEDEARTHOR FIRM

SUBGRADE. 3. THE BUTTRESSDIMENSIONSARE BASEDON THE WATERPRESSURE

OF 150 PSI AND SOILBEARINGPRESSUREOF 2500 PSI. WHERETHE WATERPRESSUREAND SOILBEARINGPRESSUREARE DIFFERENT,THE AREAOF CONCRETEBLOCK(I.E. L & M) SHALLBE PROPORTIONED ACCORDINGLY.AREAADJUSTMENTFORREQUIREDPRESSURESHALL BE MADEFIRSTBEFOREMAKINGADJUSTMENTFORSOILBEARING PRESSURE.

4 CONCRETETHRUSTBLOCKINGTO BE USEDONLYAT THE DISCRETIONOF THE SERVICEAUTHORITYFIELDINSPECTOR.

BUTTRESS LOWER

FOR 11¼0,

VERTICAL N.T.S.

22½ 0, &

BENDS 45°

W21.07.00 REV-2017

12" MIN--=---I CLEARANCE -.,,___._,;::1:-=~-£-f-r ·.--

ELEVATION

BEND 3"

L 1'-6"

11-1/4' w 1'-6"

D 1'-6"

Kt.~'X~·sWt~s3 #5

L 1'-6"

22-1/2' w 1'-6"

D 1'-6" REINFOR.BARS 3 #5tJ() k S17F

L 2'-0"

45' w 2'-0"

D 1'-6" REINFOR.BARS 3 #5tJ{) Iv Sl7F

NOTES: 1. Fc=3000 PSI AT 28 DAYS.

EMBEDREINFORCINGBARSMINIMUM36" DIAMETERINCLUDINGTHE HOOKS.PAINT EXPOSEDBARS WITHTWOCOATSOF BITUMINOUSPAINT.

REINFORCINGBARSWHERE4 REINFORCINGBARSARE USED,PLACE 2 SYMMETRICALLYPLACEDREINFORCED BARS AT BENDSAND OTHER2 BARS AS SHOWNIN DETAIL

SIZE

4" 6" 8" 10· 12· 16" 20·

1'-6" 2'-0" 2'-0" 2'-3" 2'-6" 3'-3 " 4'-o"

1'-6" 2'-0" 2'-0" 2'-3" 2'-6" 3'-3" 4'-0"

1'-6" 1'-6" 2'-0" 2'-0" 2'-3" 2'-6" 2'-6"

3 #5 3 #5 3 #6 3 #6 3 #6 3 #6 3 #8

2'-0" 2'-6" 2'-9" 3'-6" 4'-0" 4'-6 " 5'-6 "

2'-0" 2'-6" 2'-9" 3'-6" 4'-0" 4'-6" 5'-6"

1'-6" 2'-0" 2'-3" 2'-3" 2'-6" 3'-0" 3'-6"

3 #5 3 #5 3 #6 3 #6 4 #6 4 #6 3 #8

2'-6" 3'-o" 3'-6" 4'-o" 4'-6" 6'-o " 7'-6"

2'-6" 3'-0" 3'-6" 4'-0" 4'-6" 6'-0" 7'-6"

2'-0" 2'-0" 2'-6" 2'-9" 3'-0" 3'-6" 4'-0"

3 #5 3 #5 3 #6 4 #6 4 #6 4 #8 4 #8

2. CARRYALL BEARINGSURFACESTO UNDISTURBEDEARTHOR FIRMSUBGRADE.

PLAN

24"

4'-6"

4'-6"

3'-0"

3 #8

6'-0"

6'-0"

4'-0"

4 #8

8'-6 "

8'-6"

4'-6 "

4 #8

3. THE ANCHORAGEDIMENSIONSARE BASEDON THE WATERPRESSUREOF 150 PSI.

30"

5'-o"

5'-0"

3'-0"

3 #8

7'-0"

7'-0"

4'-6"

4 #8

10'-o"

10'-0"

5'-0 "

4 #9

WHERETHE PRESSUREIS DIFFERENT,THE VOLUMEOF THE CONCRETE(I.E. L x W x D) SHALLBE PORPORTIONEDTO REQUIREDPRESSURE.

4. CONCRETETHRUSTBLOCKINGTO BE USEDONLYAT THE DISCRETIONOF THE SERVICEAUTHORITYFIELDINSPECTOR.

ANCHORAGE FOR 11¼0, 22½ 0 and

45° UPPER VERTICAL BENDS W22.07.00 REV-2017N.T.S.

NOTES: 1. BEARING AREA IS BASED ON 200 PSI TEST PRESSURE OF 2,000 LBS. PER SQUARE FOOT. INCREASE BLOCK DIMENSIONS AS REQUIRED IN SOILS w'ITH LDw'ER BEARING VALUES. 2. EXTEND DEAD END ANCHOR AS NECESSARY INTO UNDISTURBED SOIL AS INDICATED ON CHART. 3. ADDITIONAL REINFORCEMENT SHALL BE AS SPECIFIED BY THE DESIGN ENGINEER AND APPROVED BY THE SERVICE AUTHORITY. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR TD BACK FILL. 5, ANCHOR SCHEDULE TD BE COMPLETED BY THE DESIGN ENGINEER.

DEADENDANCHORSCHEDULE

LINE SIZE A B C

6'

8'

10'

12'

6, ND ALLDw' ANCE SHALL BE MADE FDR MEGA-LUG FLANGE

D

FRICTION BETw'EEN THE PIPE w'ALL AND....-.!==l"l"rl.u.;-,.!.J...r.'T",.u...T,orAPPROVED SUBSTITUTE. THRUST COLLAR. - -11El IIWl!,=U~.U:::::.:

==11l=IIl=ffi=

ELEVATION 5'

MEGA-LUG FLANGE or APPROVED SUBSTITUTE.

f"" I L

M,J, PLUG

B MIN,- _ _,_......,. MAX,....._,____,,__B MIN,

C MIN,

---3-ND, 5 EACH SIDE

D MIN,

DEADEND ANCHORDETAIL N.T.S. W23.07.00

REV-2017

1. F'IREHYDRANTTO BESETPLUMB. 2. FINISHEDGRADENOTTOEXCEEDO to 3" BELOWTHEBURYLINEON

HYDRANTBARREL 3. F'IREHYDRANTLEADS50' ORGREATERSHALLHAVEAN ADDITIONALVALVE

WITHIIN6' OF'HYDRANT. 4. HYDRANTBARRELSSHALLBE FACTORYPAINTEDYELLOW.

1---2'---1

VALVEIN GRASS/OPENAREA

TYPICAL

POUR2'x2' CONCRETEPADAROUNDALL VALVEBOXESIN GRASSAREAS. PADTOBE 4" THICK.

SLIDESTYLEADJUSTABLEVALVEBOXANDLID. CAPITOLF'OUNDRYf664A or APPROVED SUBSTITUTE.

RESTRAINALL JOINTS WITHSERIES1100 MEGA-LUGor APPROVED SUBSTITUTE

42" MIN COVER

6" RESILIENTSEATWEDGE VALVEMUELLERfA-2360 __ ___. or APPROVEDSUBSTITUTE

MUELLERCENTURION KENNEDYMODELK-81-A & D OR APPROVEDSUBSTITUTE

WRAPGRAVELAREA AROUNDOPENINGWITH FILTERFABRIC

HYDRANT DRAIN

DUCTILEIRON TEE

8"X8" SOLID CONCRETEBLOCK

BACKOFEXCAVATIONTOFLANGE

TYPICAL FIRE HYDRANT

N.T.S. W24.07 .01 REV-2017

36" MAX.

18" MIN. NOTE:

HYDRANTSHALLCONFORMIN ALL RESPECTSTO TYPICALFIRE HYDRANTDETAIL

EXISTINGGROUNDOR FINISHEDGRADE

111111111!!1111!1!1!1!!1!1!!

TYPICALSECTION CURB& GUTTERSTREET

.,_________ 6'-4"---------VARIES

SHOULDER

DITCHLINE~

EDGEOF SHOULDER - ELEVATION -

4:1 SLOp£

TYPICALSECTION STREETWITHOUTCURB& GUTTER

TYPICAL FIRE HYDRANT LOCATIONW/ CURB & GUTTER

OR DITCH LINE N.T.S.

SEE GRAVEL DRAINDETAIL

W25.07.00 REV-2017

9'

FIRE HYDRANT

9'

4.5'

9'

/PARKING\ _,.,/ SPACE \_

TYPICAL FIRE HYDRANT LOCATION IN ISLAND & PARKING AREA W26.07.00

N.T.S. REV-2017

INTERSECTION OR

DRIVEWAY\"' APRON \

SIDEWALK

1o' MIN.

FIRE HYDRANT

TYPICAL FIRE HYDRANT LOCATION ON STREET W27.07.01

N.T.S. REV-2017

5'

5'

2.5'

2.5'

4" !II STEELPOSTS,PAINTEDYELLOW 7' LONG,FILLEDWITHCONCRETE SET IN 3' OF CONCRETE

0

F.H.

2.5" 2.5"

30'

TYPICAL FIRE HYDRANT POST PROTECTION

N.T.S. W28.07.00 REV-2017

1---- 2' ----l

VM.VEIN GRASS/oPENAREA ~

4•

TAPPINGSLEEVESHALLBE: MUELLER#H-615 MECHINICAL JOINTTAPPINGSLEEVEor APPROVEDSUBSTITUTE.

#57 STONEBASE

NOTES:

POUR2'x2'CONCRETEPADAROUNDALL VALVEBOXESIN GRASSAREAS. PADTOBE 4" THICK.

MUELLER#T-2360 RESILIENTSEAT WEDGETAPPINGVALVEor APPROVEDSUBSTITUTE.

_ill) CTILE~IR=O~N~P~IP=E__ ..._ _

~------~- a·xa·SOLIDCONCRETEBLOCKSET ONor AGAINSTUNDISTURBEDSOIL

1. TAPPINGSLEEVEANDVM.VESHALLBETESTEDFOR10 MIN. AT 200 PSIFORSIZES4" THRU12" PRIORTO TAPPINGt.lAIN.TAPSLARGERTHAN12" WILLBETESTEDFOR10 MIN. AT 150 PSI.

2. 1 PIECEVALVEEXTENSIONREQUIREDWHENVALVEDEPTHFROMTOPOFOPERATINGNUTTOFINISHEDGRADEIS 5' OR GREATER.

TAPPING VALVE

SLEEVE DETAIL

N.T.S.

& W29.07.00 REV-2017

NOTES:

DIP WATERMAIN

STD. CORPORATIONSTOP--~ FORDF-6OO (WITHFLARECOPPER OUTLET)or TEE WITHVALVE

FORDY-5O2 METERYOKE WITHFORD#AV92-323W ANGLEVALVEor (APPROVED SUBSTITUTE)ON BOTH SIDESOF YOKE.

REFERENCEPWCSA METERDETAILFOR REQUIREDMETERAND LINE SIZE.

24" MIN.DIST.

INSPECTIONOFALLFITTINGSPASTTHE MAINMETERBOXIS THERESPONSIBILllY OFPWCPLUMBINGDEPARTMENT.

ALL FITTINGSON BUILDING SIDEOF MAINMETERWILL CONFORMTO THE INTERNATIONAL/BOCA PLUMBINGCODES

1. SUB-METERSFORNEWCONSTRUCTIONWILLBELOCATEDOUTSIDEWITHIN5-FEETOFTHEMAINMETER,NO EXCEPTION.

2. METERSMUSTBESETIN GRASSAREA.METERSARENOTPERMITTEDTOBE PLACEDIN PEDESTRIANTRAVELWAY. 3. METERSWILLBEPROVIDEDBYPWCSAANDWILLREGISTERIN GALLONS. 4. METERSMUSTBESETLEVEL 5. ONLYONESUB-METERIS PERMITTEDPERACCOUNT.

5/8"x 3/ 4" SUB-METER

N.T.S.

AND 1" DETAIL W30.07.00

REV-2017

.--------<>S REQUIRE1>-------.------<>S REQUIRE•,_____ _,

LOIJERING/NEIJ INSTALLATION BY DEFLECTION METHOD

NOTE•

#57 BEDDING REQIURED

. '°I (!)

1. MAXIMUMDEFELCTIDN FDR EACH JOINT OF PIPE \JILL NOT EXCEED MANUFACTURESRECOMMENDATIONS AND APPROVED BY PIJCSA,

CALULATED LENGTH OF RESTRAINT

NOTE1

MEGA-LUG or APPROVED SUBSTUTITE.

OR

.---10'·---.

'----MIN. 10''---'

CALULATED LENGTH OF RESTRAINT

MEGA-LUG or APPROVED SUBSTUTITE,

#57 BEDDING REQIURED

1. LOIJERED SECTION TD BE OF DUCTILE IRON MECHANICAL JOINT PIPE IJITH RESTRAINED JOINTS, THE ENGINEER SHALL CALCULATE LENGTH OF RESTRAINED SECTION.

LOWERING WATER MAIN OR

NEW INSTALLATION W31.07.00 REV-2017

TEST STATION TERMINAL BOARDAND \./IRING

BRIDGE

60° 60°--I-SECTION A-Ai TYPICAL

TRACER \./IRE INSTALLATIDN

A

et: w > CJ u

-(\J 'st

z 1-1

::::E:

--- 60' ----1

A TRACER \./IRE SECURE \./ITH CABLE TIES @ 60' D.C.

POUR 2'x2' CONCRETE PAD AROUND ALL VAL VE BOXES IN GRASS AREAS. PAD TD BE 4• THICK

SET TD FINISHED GRADE

4•

STATION TERMINALBOX VALVE BOX TOP AND COVER)

"------suDE STYLE ADJUSTABLE VALVE BOX AND LID CAPITOL FOUNDRY #664A DR APPROVED EQUAL

----- EXISTING DR FUTURE TRACER \./IRE

EXISTING DR FUTURE C-900

NDTES1 1. TRACER \./IRE SHALL BE 12 GAUGE SOLID

COPPER, SECURED ALONGTHE LENGTH OF THE PIPE \./ITH CABLE TIES, 60' D.C.

2. T\./0 TRACER \./IRES SHALL BE PROVIDED ALONGTHE LENGTH OF THE PIPE. AT THE 4 AND 8 O'CLOCK POSITIONS <BOTH 60° FROM THE BOTTOMOF PIPE.

TRACER WIRE TEST STATION W33.14.00

REV-2017N.T.S.

BEDDINGAND BACKFILLFOR ALL C-900. C-905 AND POLY-WRAPPEDDIP

NOTES:

12 SOLID COPPER TRACER w'IRE FDR ALL NON METALLIC PIPE.

4•

BEDDING DEPTH SHALL BE A MIN. OF 4• CRUSHED AGGREGATE < 1• DR #57 STONE.

1. WHEN USINGC-900 PIPE, MARKERBALLSTO BE PLACEDAT ALL BENDS WITH A MAXIMUMDISTANCEOF 100'.

2. 6" WIDE DETECTABLEMARKINGTAPE TO BE PLACED2' ABOVEPIPE.

WATER LINE BEDDING AND BACKFILL

N.T.S. W34.14.00 REV-2017

. <O I

;.,, 4

NOTES•

1---------------- MAXLENGTHOF 18' ----------------1

FILL WITH CONCRETE AND DOME TOP TD SHED WATER

SEE DETAIL 'A'

,-,~~

--3' DIA.

. ~CONCRETE FOOTING CENTER GATE POST

SEE DETAIL 'B'

/ (3) 4' DIA. RED REFLECTORS

1/2" DIA.----< 4' DIA.-----

ELEVATION

UNDISTURBED EARTH~

1, ALL METAL USED IN THE MANUFACTURINGOF THE ACCESS GATE TD BE HOT DIP GALVANIZED, ALL WELDS AND PIPE TD BE PAINTED AND TOUCHED UP IN ACCORDANCEWITH MANUFACTURESRECOMMENDATIONS.

2, ALL JOINTS TD BE WELDED ALL AROUNDWITH 3/16' WELDS, 3. ALL PIPE TD BE SCHEDULE 40 STEELJ DIAMETERS SHOWN ARE NOMINAL PIPE SIZE. 4, PAD LOCK TD BE FURNISHED, 5, CONTRACTORTD FURNISH AND INSTALL AN ADDITIONAL 3' DIA. POST WITH 3/8' ROD. LOCATED TD HOLD GATE

IN AN OPEN POSITION OF 90•,

. . 0 <O

I I ;.,,;.,,

3' DIA. GATE: POST F"ILLE:D-------, \JITH CONCRETE:

\JE:LD NUT TD BDLT. ALLD\J SUFF"ICIE:NT CLEARANCE:BE:T\JE:E:NNUT AND 3/8' PLATE: TD PERMIT GATE: TD ROTATE:

;~] {,,....---PLATE: 1/8' THICK X 3' \JIDE:, GALVANIZED

STEEL PLATE: BDX \JITH ND BDTTDH

{ ............... 3/8' STEEL PLAJ~FRONT AND TDP PLATES NDT SHD\JN

6"

DETAIL A

- ROLLED TD F"IT 3' DIA, GATE: POST AND ·;;; :;: \JE:LDE:DALL AROUND\JITH 1/8' F"ILLE:T

4' DIA. GATE: POST-- ) :/ \JE:LD

}?1.--;.r,-- __ _

3' DIA, GATE: POST ~'.{t 1/2' DIA. HEX HEAD BDLT, GALVANIZE:D 7' LONG

FILLED \JITH CONCRETE:--

DETAIL C

~ I

4' DIA. GATE:

11---PLATE: 1/8' THICK X 3' \JIDE: ROLLED

DETAIL C

TD FIT 3' DIA. GATE: POST AND \JE:LDE:DALL AROUND\JITH 1/8' F"ILLE:T \JE:LDS,

ACCESSGATEDETAILS N.T.S. W35.15.00

REV-2017